Proposal of a Protocol for the Safe Removal of Post-Earthquake Provisional Shorings

Author:

Rotilio Marianna1ORCID,D’Alberto Giulia1,Di Egidio Angelo1ORCID,Contento Alessandro2ORCID,De Berardinis Pierluigi1

Affiliation:

1. Department of Civil, Construction-Architectural and Environmental Engineering (DICEAA), University of L’Aquila, 67100 L’Aquila, Italy

2. College of Engineering, Fuzhou University, Fuzhou 350108, China

Abstract

The recent seismic events in Italy, including the earthquakes in L’Aquila in 2009 and central Italy in 2016, have significantly impacted the historical centers of small and medium-sized cities. These events directly affected their ancient masonry building heritage, resulting in severe damage. In order to minimize the risk of collapses and prevent further harm to people and structures until restoration efforts can be carried out, provisional post-seismic shorings have been extensively employed. These occurrences motivated several studies focused on the selection and assembly of post-seismic shorings, considering the various rigid failure mechanisms that may occur in a wall or section of an ancient masonry building. Yet, thus far, the critical considerations concerning the disassembly of these shorings, which significantly influence the repair process of a compromised structure from safety, organizational, and economic perspectives, have been overlooked. This research endeavors to establish a protocol for the dismantling of provisional shorings. To this end, a preliminary risk assessment tool has been devised, furnishing a safety index that correlates with the level of risk associated with shoring removal, along with corresponding risk categories. The study recommends preliminary interventions, categorized as mandatory or optional, to mitigate the risk prior to shoring removal. Furthermore, specific guidelines are provided based on the assessed risk level indicated by the safety index. To illustrate the application of this risk assessment tool, a case study involving an ancient masonry building in L’Aquila is presented.

Funder

FORMEDIL

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

Reference14 articles.

1. Cultural Heritage Buildings and the Abruzzo Earthquake: Performance and Post-Earthquake Actions;Modena;Adv. Mater. Res.,2010

2. Modena, C., Valluzzi, M.R., da Porto, F., Casarin, F., Garbin, E., Munari, M., Mazzon, N., Panizza, M., and Dalla Benetta, M. (2009, January 9–12). Recent advances in the structural analysis and intervention criteria for historic stone masonry constructions subjected to seismic actions. Proceedings of the ISCARSAH Symposium Mostar, Mostar, Bosnia and Herzegovina.

3. Miltiadou-Fezans, A., Tassios, T.P., Delinikolas, N., Chorafa, E., and Zarogianni, E. (2003, January 7–9). Earthquake structural problems and urgent measures undertaken to support the Katholikon of Dafni Monastery in Athens, Greece. Proceedings of the Eighth International Conference on Structural Studies, Repairs, and Maintenance of Heritage Architecture, Chilworth, UK.

4. The importance of temporary structures and consolidation in the preservation of old buildings;Zbranca;Eur. J. Sci. Theol.,2013

5. Kim, J., and Fischer, M. Formalization of the features of activities and classification of temporary structures to support an automated temporary structure planning. Proceedings of the Computing in Civil Engineering, Available online: https://ascelibrary.org/doi/abs/10.1061/40937%28261%2942.

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